Hello, can you suggest what boundary condition should be given to limit of watershed obtained automatically from DEM. I tried no-flow BC and CHD downstream. but it doesnot converge well. If i use CHD for the total boundary like that used in the SWAT+GWFLOW model, it converges but as you said it not unique model, because of the distribution of Rechage and HC. Thank you
Hello, can you suggest what boundary condition should be given to limit of watershed obtained automatically from DEM.
I tried no-flow BC and CHD downstream. but it doesnot converge well. If i use CHD for the total boundary like that used in the SWAT+GWFLOW model, it converges but as you said it not unique model, because of the distribution of Rechage and HC.
Thank you